台州某综合办公楼设计

范文编号:TM114   范文字数:10477,页数:78  附CAD图

摘 要
 本工程是台州市某综合办公楼。为多层钢筋混凝土框架结构。主体5层，底层层高5.5米，2至4层层高为3.6米， 5层层高4.0米。建筑物总高度为24.70m。
 本设计主要进行了结构方案中纵向框架5轴框架的设计。在确定框架布局之后，先进行了层间荷载标准值的计算，接着利用D值法计算水平风荷载的大小，进而求出在水平荷载作用下的结构内力（弯矩 剪力 轴力）。接着计算竖向荷载（恒载和活载）作用下的结构内力。找出最不利的一组或几组内力组合。选取最安全的结果计算配筋并绘图，最后进行了基础的设计。此外还进行了结构方案中楼梯的设计。
关键词：钢筋混凝土；框架；结构设计

Comprehensive  office building in TAIZHOU

Abstract
 This is a comprehensive  office building in TAIZHOU . It is a multi-layer reinforced concrete frame. It has five stories, the height of the first storey is 5.5 meters, and the second、 third and the fourth storel is 3.6 meters ,the fifth storey is 4.0 meters. The height of the whole building is 24.7 meters.
 The purpose of this design is to  do the anti-seismic design in the longitudinal of axis 5. When the directions of the determined,firstly the weight of each floor is calculated.Then the wind load in calculated by D method,then making the amount of the horizontal seismic force can be got by way of the bottom_shear force method.The seismic force can be assigned according to the shearing stiffness of the frame of the different axis. Then the internal force (bending moment,shearing force and axis force)in the structure under the horizontal loads can be easily calculated.After the determination of the internal force under the dead and live loads,the combination of internal force can be made by using the Excal software,whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders,which will be the basis of protrating the reinforcing drawings of the components.The design of the stairway is also be approached by calculating the internal force.

 Keywords： reinforced concrete; frame; the design of the structure
 

 目  录
中文摘要………………………………………………………………………….……………………………I
英文摘要……………………………………………………………………………………………………... II
目  录 III
1 工程概况 1
    1.1建筑资料： 1
    1.2结构资料 3
2.结构选型及计算简图 3
    2.1 基本假定 4
    2.2构件尺寸初步估算 4
3.荷载计算 7
    3.1、恒荷载计算 8
    3.2 恒活载作用简图 12
    3.3风载计算 14
4. 内力计算 16
    4.1 恒载作用下内力 16
 4.2 竖向活载作用下内力 32
    4.3 风载作用下的内力计算（D值法） 48
5. 内力组合及配筋计算 55
    5.1 组合参数(参照规范荷载) 55
    5.2 控制截面的选择 56
    5.3 柱的内力组合 56
    5.4 梁的内力组合 56
    5.5 框架柱配筋计算 57
    5.6 框架梁配筋计算 59
6.现浇板设计 60
    6.1 现浇板的配筋计算方法 60
6.2 楼面板设计 61
6.3 屋面板设计 63
6.4 分析比较 63
7.楼梯配筋计算 64
    7.1 建筑设计 64
    7.2 楼梯梯段板的计算 64
    7.3 平台板计算（4.2m标高处的平台） 66
    7.4 平台梁的计算 66
8.基础设计 68
    8.1 地质报告 69
 8.2 荷载计算 69
    8.3 单桩竖向承载力特征值及桩长 69
 8.4  确定桩数及承台 69
    8.5  单桩受力验算 71
 8.6  承台计算 72
致谢 73
参考文献 73

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